CANTILEVERED BEAM WITH TRIANGULAR DISTRIBUTED LOAD

US Customary Units

INPUT   DATA

Title  

Length, L ft

    

Modulus of elasticity, E   106lb/in2 
Area moment of inertia, I   in4
Peak Distributed Force, w lb/ft

       Reset

RESULTS

Variables   Values   Units
 ♦  Maximum Shear force, Vmax 900.0 lb
 ♦  Maximum Bending moment, Mmax   1800.0ft.lb  
 ♦  Maximum Deflection, Dmax -0.0483 in
 ♦  Distance of point of Dmax 0.0 ft
 ♦  Reaction force, R1 0.0 lb
 ♦  Reaction force, R2 900.0 lb
 ♦  Slope angle, θ1 -0.048 °
 ♦  Slope angle, θ2 0.0 °

Shear Force Diagram




Bending Moment Diagram




Beam Deflection Diagram




       Please move mouse over graph to display values